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0050 CLAMSHELL POINT LANE
5 0 , c Io,MsKel I Point LN !p I'� 'i i 'i i �� J� i �� i 42 ASSESSORS.REF.: s Map 006, Parcels 005 ho ostl . - ZONE: 11C7 / RF Area (min.) 87.120.SF (RPOD) Fronta e (min) 150'. Width (min) — M 1�1 Setbacks: F, Front 30' • q � • — � . \ P�`�. �N`�� Side 15. E(F�7 3� �L� Rear 15' �F FLOOD ZONE: X, AE(12), & AE(13). \ Based on Map # / I • � 25001 C0752J / \ July 16, 2014 _z .. \ f.............'. Top Of Coastal Bank \ I As Per Town Definition \ OVERLAY DISTRICT: W I \ AP — Aquifer Protection District 0 43f' New Concrete #50 Foundation 42.a.'............: 16.0' v . � v o v Lot 8 co 31,540±SF2. 1145� zz To MHW ao R F cn 56.2' �� RICHAREVX HEV 12 o a: o � NC=343 �° �`� 3 ® L=100.00' c8/DH 0191�P J� R= 5' _ IFnd NAl LA�09 I B ent Edge nd Point I certify that the foundation 11 (40 Wide l✓ote Rood) a shown hereon conforms to the setback requirements of C8/oH the Zoning Bylaws of the Fnd town of Barnstable. • .e New Foundation As-Built At 50 Clamshell Point Lane' BARNSTABLE NOTES: Cotuit 1.) The structures shown were located on the ground MASS. by conventional survey methods on (or between) DATE:281SEP120 SCALE: 1"=40' 08/NOV/05 and 24/SEP/20. 0 10 20 30 40 60 80 FEET 2.) The property line information shown hereon was PREPARED FOR: compiled from available record information. Liles Investment 3.) This plan is not for recording and is not to be Partners LLC used for construction layout or deed description purposes. PREPARED BY: CapeSury : 23 West Bay Rd, ' Suite G Osterville MA. 02655 DWG #: C119.5g2 cpp1 FIELD BY: WHK/ASK • (508) 420-3994 / 420-3995fox Town of Barnstable Building z Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept enaNSew 31Z MAS& Posted Until Final Inspection Has Been Made. Pey�nlj� 039,��� Permit �t Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. mi Permit No. B-20-1556 Applicant Name: - CAREY GROVER GROVER BUILDING + REMODELING Approvals Date Issued: 07/17/2020 Current Use: Structure Permit Type: Building- Demolition Expiration Date: 01/17/2021 Foundation: Location: 50 CLAMSHELL POINT LANE,COTUIT Map/Lot: 006-005 Zoning District: RF Sheathing: Owner on Record: LILES INVESTMENT PARTNERS LLC Contractor Na a`-,CAREY C GROVER Framing: 1 Address: 6808 WHITTIER BLVD Contractor License: CSFA-077754 2 BETHESDA, MD 20817 { �} -'�� Est. Project Cost: $ 10,000.00 Chimney: Description: demo existing house &garage Permit Fee: $ 125.00 � Insulation: I Fee Paid: $ 125.00 Project Review Req: j Date: 7/17/2020 Final: Plumbing/Gas Rough Plumbing: x� -^ --�- ---- --.�,. \Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the`approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. ! F r[ Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Rough: 2.Sheathing Inspection �- 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site 0,00- Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT (-'f,< Town of Barnstable Building _ Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept BAMSTABM MA& Posted Until Final Inspection Has Been Made. Permit 039 �� Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-20-1557 Applicant Name: CAREY GROVER GROVER BUILDING + REMODELING Approvals Date Issued: 07/17/2020 Current Use: Structure Permit Type: Building-New Construction- Rebuild After Expiration Date: 01/17/2021 Foundation: Teardown Map/Lot: 006-005 _ Zoning District: RF Sheathing: Location: 50 CLAMSHELL POINT LANE,COTUIT Contractor N m,,�AREY C GROVER Framing: 1 ' 4 Owner on Record: LILES INVESTMENT PARTNERS LLC Contractor License: CSFA-077754 2 Address: 6808 WHITTIER BLVD i !" 4 Est. Project Cost: $ 1,498,000.00 Chimney: BETHESDA, MD 20817 t y Permit Fee: $7,765.00 Description: construct a new house 4 bedrooms ; I Insulation: b � � t Fee Paid:( $ 7,765.00 Project Review Req: S/CO REQUIRED OUTSIDE MASTER BEDROOM - LOW Date: �% 7/17/2020 Final: VOLTAGE REQUIRED IF MORE THEN 12 DEVICES. Plumbing/Gas Rough Plumbing: I \Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after`issuance. All work authorized by this permit shall conform to the approved application and the`approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work:l Service: 1.Foundation or Footing a Rough: g 2.Sheathing Inspection L.. 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site ,1, ,_ Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT ( cJ 67-0 . v..... .....................-moo.-.. ss�.Application Number.... ILDING DEPT. '• snRNErrABLL • �' LL 1►iA83 �, Permit Fee.7...I.1... J '.....Zoning District........................ 1639. JUN 2 2 2020 RFD MA'S A • = Total Fee Paid..........:r..`!.............................................. ...... TOWN OF BARNSTABLESCANNE r" TOWN OF BARNST o7 Permit Approval by.................................On........................... BUILDING PERMIT -- SCM14ED Map........ .4P.................Parcel......Q �,?......................... APPLICATION Section 1 — Owner's Information and Project Location Project Address Owners Name Li -eS ��S Iel e Owners Legal Address City State A20 Zip Owners Cell E-mail E �rlc aeL A - Section 2 —Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet j ❑, Commercial Structure under 35,000 cubic feet l� Single/Two Family Dwelling Section 3 — Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment © Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar ❑ Renovation ❑ Pool ❑ Foundation Only Other— Specify Section 4 - Work Description r✓IO 6 i` � zGz 72!5, Last updated: 1/31/2020 ApplicationNumber.................................................... Section 5—Detail r" Cost of Proposed Construction �'1ioA1 Square Footage of Project, Age of Structure a S O,/� Dig Safe Number C:9060 C52 # Of Bedrooms Existing Total # Of Bedrooms (proposed) { I,16 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist [E,15esign 4 Section 6— Project Specifics Wiring ❑ Oil Tank Storage Smoke.Detectors Plumbing 0as ❑ Fire Suppression W�Heating System ❑ Masonry Chimney ® Add/relocate bedroom Water Supply Public ❑ Private Sewage Disposal ❑ Municipal 9�- Site Historic District N0 ❑ Hyannis Historic District ❑ Old Kings Highway i Debris Disposal Facility: �` � (,�,5 I am using a crane ❑ Yes Section 7— Flood Zone Flood Zone Designation C Within or adjacent to a wetland, coastal bank? Yes U No ❑ Section 8 — Zoning Information ��Nf �° ,� � /l Zoning District Proposed Use Lot Area Sq. Ft. �l1 S7d --- Total Frontage Percentage of Lot Coverage /,* o #of Dwelling Units (on site) Setbacks Front Yard Required -SO Proposed Rear Yard Required 1-:5— Proposed Side Yard , Required 1�r Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ . No Last updated: 1/31/2020 Application Number........................................... Section 9— Construction Supervisor Name �,��y �- 6i-4011'&4 _ Telephone Number Address City 674- State I%¢ _ Zip License Number (� "Y License Type — •l Expiration Date Contractors Email R-weieCu5-0-oM nAg41-.e mCelI # '50- s I underitand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation require 80 CMR and the To of Barnstable.Attach a copy of your license. Signature Date 6 1151-azy Section 10— Home Improvement Contractor Name C, �10 tip Telephone Number ,j Oe '3C�—,�lo, Address '0'0 OXIdg—C City State o//� zip g !y.1�r� Re istration Number Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 MR and t To of Barnstable.Attach a copy of your H.I.C... Signature Date Section 11 —Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE Signature Date 6 / Print Name z e! CEO, Telephone Number E-mail permit to: 2oVG 1U,hda✓t 1 a%j acl! COM- Last updated: 1/31/2020 Section 12 — Department Sign-Offs Health Department ❑' Zoning Board (if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department `i ❑ _ `� Conservation ,' i ❑ For commercial work,please take your plans directly to the fire department for approval Section 13 — Owner's Authorization I as Owner of the subject property hereby authorize to act on,my behalf, in all matters relative to work authorized by this building permit,application for: (Address of job) Signature of Owner date Print Name Last updated: 1/31/2020 i The Commonwealth of Massachuseft Department of IndustHdAccidents Office of Investigations IF 600 Washington Street Boston,MA 02111 www.massgov/din Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): Address: 41PP0X1--'0 -e7 Al 145: � ,16' ex City/State/Zip: a&7i//-/—/PI,4,03U3.5'—Phone#: Are y an employer?Check the appropriate boa: Type of project(required): 1.9 I am a employer with- -_3 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for me in any capacity. employees and have workers' t 9. ❑Building addition insurancesur [No workers'comp.insurance comp.inance. required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself.[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance ]t C. 152,§1(4),and we have no employees.[No workers' 13.❑Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. ;Contractors that check this box must attached an additional sheet showing the name of the subcontractors and state whether or not those entities have employees. 1f the sub-contractors have employees,they must provide their workers'comp.policy number. , I am an employer that is providing workers'compensation insurance for my employees. Below is the policy andjob site information. Insurance Company Name: (ll/I� �uP --���/Yl� �✓' Policy#or Self-ins.Lic.#: Expiration Date:- 01 �l O Job Site Address:.) l�i� lfS✓� 70i �<dd1�`� City/State/Zip: Craz6 �� -��— Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify u the pains en of perjury that the information provided abov is tru and correct. Signature: Date: fv �5��?� " Phone#: — � Ojj kd use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person id the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required" Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate lime. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permittlicense applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)"A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-877-MASSAFB Revised 4-24-07 Fax#617-727-7749 www:maw.gov/dia N O N , N 1` >. � V/rc ((,>o rlriveor2cue[c�/�o C-�/��RaJ(cc�tl4eC/1 'E office of Consumer Affairs&Business Regulation m iri t: HOME IMPROVEMENT CONTRACTOR Registration valid for Individual use only w y LL "' TYPE individual before the expiration date. If found return to: c ,07,c ,ty •a� 'ItilO,�• flegistration� ExpirationOffice of Consumer Affairs and Business Regulation 1 m LlJ O,n ti 144:W 09/22/2020 1000 Washington Street-Suite 710 '� Boston,MA 02118 m e N C A R E Y GROVER I � n y 1O c ° D/B/A GROVER BUILDING+REMODELING j � g .a r, IIIr rrt 5 0 '� CAREY C.GROVER a, °�' l , 56 BOWDOIN RD ` Y'^� 3 __ w M. �� MA o26a9"d Not w i without signature c o v o > MASHPEE, Undersecretary cm �Q c b �• U O c y Ln V O Xo H .10 m y o 0: E Q UO V C LL 1 I A O' CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY-AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. _ IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: PHONE FAX A►wlied Risk Insurance Services, Inc. (A/C,No,Ext): 877 234-4420 (A/C,No):�77)234-44a1 10825 Old Mill Rd E-MAIL Omaha, = 68154 ADDRESS: PRODUCER CUSTOMER ID# (877)234-4420 INSURER(S)AFFORDING COVERAGE NAIC INSURED INSURER A: Continental Indemnit C 8a5� Grover Building and Remcdeline Inc. INSURERe: dba Grover BUi,1ding and Remodeling IYIc. INSURER C: 444 Poponessett Rd INSURERD: Cotuit, MA 02635-3216 INSURER E: CTt 1273 1553413 wsURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUER POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER MM/D MM/DD GENERAL LIABILITY EACH OCCURRENCE S COMMERCIAL GENERAL LIABILITY ❑ ❑ DAMAGE TO RENTED $ CLAIMS PREMISES(Ea occurrence) MADE OCCUR MED EXP(Anyoneperson) S PERSONAL&ADV INJURY $ GENERAL AGGREGATE._ $�. - GEN'LAGGREGATELIMITAPPLIESPER: PRODUCTS-COMP/OPAGG S POLICY nPROJECT nLOC s AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO El El BODILY accident) S BODILY INJURY Per erson $ ALL OWNED AUTOS ISCHEDULEDAUTOS BODILY INJURY Per accident S PROPERTY DAMAGE HIREDAUTOS Per accident)S NON-OWNED AUTOS S S UMBRELLA LIAB OCCUR EACH OCCURRENCE S EXCESS LIAB CLAIMS-MADE ❑ ElAGGREGATE $ DEDUCTIBLE S RETENTION S $ WORKERS COMPENSATION X WC STATU- OH- AND EMPLOYERS'LIABILITY y/N TORY LI TS E ANY PROPRIETOR/PARTNER/ E.L.EACH ACCIDENT $ 100,000 A EXECUTIVEOFFICER/MEMBER ❑Y N/A F] 46-805700-02-03 08/31/2019 08/31/2020 EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE' $ 100,000 II yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT S 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach Acord 101,Additional Remarks Schedule,If more space is required) CERTIFICATE HOLDER CANCELLATION GWVer BuildiW and Pmwdeliner MOCK SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE OF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH 444 Popowssett Rd HE POLICY PROVISIONS.Cotuit, MA 02635-3216 AUTHORIZED REPRESENTATIVE ..1 Attu: Project Mmu gex' / 17 8 3118 ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD ©1988-2009 ACORD CORPORATION. All rights reserved. Town of Barnstable Building Department Services �aB Brian Florence,CBO Mass. ,ep 1639. p�� Building Commissioner FD IVIA� 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, �� � L t�� , as Owner of the subject property hereby authorize 'e 6� (ge'4 U&- le— to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. _ y Signature of Owner Signatur o pplicant Print Name Print Name Zd� . Date Q:FORM S:OWNERPERMISSIONPOOLS Rev:08/16/17 LOP aT x..xtuff ' 're Pistrkt r carurrFM DNMCT .. MExB�JM1rLtiC v 19M �, 4300 FALMOUTH ROAD, P.O. BOX 451 nn+`0 COTUIT, MASS. 02635 PHONE 508-428-2687 FAX 508-428-7517 April 6, 2020 Liles Investment Partners, LLC 6808 Whittier Blvd Bethesda, MD 20817-6065 RE: Acct#1219, 50 Clamshell Point Lane Dear Sirs: This letter serves as confirmation that as of October 81h, 2019, the water service was turned off at the street and the meter has been stored at our facility. Please notify us prior to the demolition so that we can schedule the removal of any remaining materials at the time of demolition. Feel free to give me a call if you have any other questions at 508-428-2687. Sincere y, Jenn" - Nash ffice Manager EV E RS=U RC E We Station Drive Westwood,Massachusetts 02090 ENERGY 5/28/2020 Michael Liles Liles Investment Partners LLC 6808 Whittier Blvd Bethesda, MD 20817 RE: 50 Clamshell Point Ln, Cotuit, MA 02635 Dear Mr. Liles: 3 At Eversource, we're committed to delivering great service. This letter serves as confirmation that, as of May 27, 2020, the electric service to 50 Clamshell Point Ln, Cotuit, MA 02635, has been removed. Based on this information, there is no electric power at this address and you may proceed with the demolition. If you have any questions, please contact me at (888) 633-3797. Sincerely, C. Magan Electric Services Support Center i 61512020 no gas.PNG national rid June 5th,2020 50 Clamshell Point Ln, Cotuit This letter is to notify you that after our investigation it has been determined that the gas service at 50 Clamshell Point Ln,Cotuit was cut-off at the main on 05/16/2020. This letter DOES NOT preclude the excavator or homeowner from calling 811 before commencing any Work. State law requires anyone planning underground excavation work to notify local utilities by calling 811 to get your underground lines identified for you prior to doing any digging. The call to 811 is the .LAW and must be made in.advance of starting work.This confirmation letter of a gas cut-off DOES NOT relieve the excavator of making the call to 811. It is a State Law requirement. If you have any questions, please feel free to contact meat 781-907-3728 Thank you, CaPira ga&dn Colin Galvin] nationalgrid Gas Customer Connections colin.galvin@nationalgrid.com 781-907-3728 https://mail.google.comlmaii/u ltffinbo)VFMfcgxiHNghCghVRHIW(RdSKHtNKNBjt?projector=l&messagePartld=0.l 1/1 i o �o 0 G G Effective Date: June 12th, 2020 G Slu 1/1/e tern ret Com�w'%--% nyyP Gi i tl LICENSE AND PERMIT BOND o G 0 fl KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 65106224 fi i ll fr ll G 7 Thatwe,Grover Building & Remodeling, Inc. n fl 0 G 9 of Cotuit ,State of Massachusetts , as Principal, and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of ° Massachusetts ,as Surety, are held and firmly bound unto the Town of Barnstable ,State of Massachusetts ,as Obligee,in the penal sum of Five Thousand and 00/100 DOLLARS($55,000.00 ) lawful money of the United States, to be paid to the Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed Residential Contractor by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect until June 12th 2021 ,unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class U.S.Mail, to the Obligee and to the Principal at the address last known to the Surety, and at the expiration of thin Ld 9 ,ays from the mailing of said notice, this bond shall ipso facto terminate and the Surety sh ` h` yeplieved from any liability for any acts or omissions of the Principal subsequent to said dark Ree •,dithe number of years. this bond shall continue in force, the number of claims made ag tus bona%the number of premiums which shall be payable or paid, the Surety's total limit of h �ry shall not be emulative from year to year or period to period,and in no event shall the Surety's total li y� jVlaiQ6xceed the amount set forth above. Any revision of the bond amount shall not be U 6 cu-: tye. Datei°is n 12th day of June 2020 - u r � o G n a Grover uildin & Remodelina, Inc. R Principal G d f G — u Principal WEST SURET COMPANY G B u G ll T 6 y Paul T.B at,Vice President Form 532-11-2019 d d fi 0 9 1W ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA ss (Corporate Officer) COUNTY OF MINNEHAHA On this 12th day of June 2020 before me,the undersigned officer, personally appeared Paul T. Bruf lat who acknowledged himself to be the aforesaid officer of WESTERN SURETY COMPANY, a corporation, and that he as such officer,being authorized so to do,executed the foregoing instrument for the purposes therein contained, by signing the name of the corporation by himself as such officer. IN WITNESS WHEREOF,I have hereunto set my hand and official seal. +4bb4444444bb4444bb4b4bbb+ L. Bauder aNarARY S AE PUBLIC SEAL s SOUTH DAKOTA 8 Notary Public—South Dakota +4444444444444bbbbb444bb+ My Commission Expires January 29, 2022 ACKNOWLEDGMENT OF PRINCIPAL STATE OF ss (Individual or Partners) COUNTY OF On this day of before me personally appeared known to me to be the individual_described in and who executed the foregoing instrument and acknowledged to me that—he— executed the same. My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL STATE OF ss (Corporate Officer) ' COUNTY OF On this day of before me personally appeared who acknowledged himself/herself to be the of a corporation,and that he/she as such officer being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the name of the corporation by himself/herself as such officer. My commission expires Notary Public � I C CZ O p'r U a w a LIM z aA ice' Q) � � � � o � � a0i 0 > N a a , o 0 Western Surety' Complany POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That WESTERN SURETY COMPANY,a corporation organized and existing under the laws of the State of South Dakota, and authorized and licensed to do business in the States of Alabama, Alaska, Arizona, Arkansas, California, Colorado, Connecticut, Delaware, District of Columbia, Florida, Georgia, Hawaii, Idaho, Illinois, Indiana, Iowa, Kansas, Kentucky, Louisiana, Maine, Maryland, Massachusetts, Michigan, Minnesota, Mississippi, Missouri, Montana, Nebraska, Nevada, New Hampshire, New Jersey, New Mexico, New York, North Carolina, North Dakota, Ohio; Oklahoma, Oregon, Pennsylvania, Rhode Island, South Carolina, South Dakota, Tennessee, Texas, Utah, Vermont, Virginia, Washington, West Virginia, Wisconsin, Wyoming, and the United States of America,does hereby make,constitute and appoint Paul T. Bruflat of Sioux Falls State of South Dakota , its regularly elected Vice President as Attorney-in-Fact, with full power and authority hereby conferred upon him to sign, execute, acknowledge and deliver for and on its behalf as Surety and as its act and deed,the following bond: One Residential Contractor Town of Barnstable bond with bond number 65106224 for Grover Building & Remodeling, Inc. as Principal in the penalty amount not to exceed: $ 5,000.00 Western Surety Company further certifies that the following is a true and exact copy of Section 7 of the by-laws of Western Surety Company duly adopted and now in force,to-wit: Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary,Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys-in-Fact or agents who shall have authority to issue bonds,policies,or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds,policies,undertakings,Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. In Witness Whereof, the said WESTERN SURETY COMPANY has caused these presents to be executed by its Vice President with the corporate seal affixed this 12th day of June 2020 ATTEST WESTE N URET COMPANY By L.Nelson,Assistant Secretary Paul T Bruflat, ice President ®0`��`488p'4�6f�d��Bdasa STATE OF SOUTH DAKOTA \ e ; ss r COUNTY OF MINNEHAHA s��''Pee�� ....... Pd�dddd81986Sl�� On this 12th day of June 2020 before me,a Notary Public,personally appeared Paul T. Bruflat and L. Nelson who, being by me duly sworn,acknowledged that they signed the above Power of Attorney as Vice President and Assistant Secretary, respectively, of the said WESTERN SURETY COMPANY, and acknowledged said instrument to be the voluntary act and deed of said Corporation. +bbbbbbbbbbbboabbbbbbbbbbb{ 8 I MOHR 8 p SEAL NOTARY PUBLIC SE 8ZJ J SOUTH DAKOTA�B �bbbb400bbbbbbbbbbbbbbbb+ My Commission Expires June 23, 2021 Notary Public To validate bond authenticity,go to www.cnasurety.com >Owner/Obligee Services>Validate Bond Coverage. Form F1975-1-2016 �Ow i CNASUROY Transaction Report& Invoice CNA Surety Principal Information: ID: PO Box 957289 St Louis, MO 63195-7289 Grover Building & Remodeling, Inc. P.O. Box 1080 Cotuit, MA 02635 s N 0 Agency Code: 20-01243 a The Leonard Ins. Agency, Inc. 683 Main St., Ste. B Osterville, MA 02655 YOU CAN PAY ONLINE BY VISITING ONLINEPAY.CNASURETY.COM Transaction Description: Transaction Effective Date: 06/12/2020 Bond/Policy#: 65106224 Written By: Western Surety Company Description: Residential Contractor Town of Barnstable Obligee: Town of Barnstable Effective Date: 06/12/2020 Gross Premium Charge: $100.00 Expiration Date: 06/12/2021 i Current Penalty: $5,000.00 , Renewal Method: Change Detail: i l Agent: You may remove stub below to use as a billing/credit invoice CNA Surety INVOICE CO.# BOND/POLICY# EFFECTIVE DATE ANNIVERSARY DATE PROCESS DATE PENALTY 0601 65106224 06/12/2020 06/12/2021 06/12/2020 $5,000.00 PRINCIPAL Grover Building & Remodelingg, Inc. P.O. Box 1080, Cotuit, MA 02635 I RISK STATE MA WRITTEN BY Western Surety Company DESCRIPTION Residential Contractor Town of Barnstable ; - Iy OBLIGEE Town of Barnstable AGENCY CODE $100.00 20-01243 Your agent is: The Leonard Ins. Agency, Inc. 663 Main St., Ste. B Osterville, MA 02655 Western Surety Company 0003001 02001243000006122020 00601006510622400 00000000700009 i REScheck Software Version 4.6.5 Compliance Certificate Project New Construction Energy Code: 780 CMR 51.00: Massachusetts Residential Code, 9th Edition, Energy Efficiency Location: Osterville, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 5,800 ft2 Glazing Area 24% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 50 Clamshell point In. Grover Construction Coyuit, MA 02635 P.O. Box 1080 Cotuit, MA 02635 Compliance: trade-off Compliance: 0.3%Better Than Code Maximum UA: 602 Your UA: 600 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Assembly or U-Factor UA_ Ceiling 1: Cathedral Ceiling 3,560 38.0 0.0 0.027 96 Wall 1: Wood Frame, 16"D.C. 4,160 20.0 0.0 0.059 182 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 800 0.300 240 Door 1: Solid 80 0.270 22 Door 2:Glass 200 0.300 60 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 780 CMR 51.00: Massachusetts Residential Code,9th Edition, Energy Efficiency requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: New Construction Report date: 06/12/20 Data filename: \\CCIISERVER\profiles\clegere\Documents\REScheck\*3224 Carey Grover.rck Page 1 of10 i REScheck Software Version 4.6.5 Inspection Checklist Energy Code: 780 CMR 51.00: Massachusetts Residential Code, 9th Edition, Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the CO-) building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. ❑Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: []Not Observable 0 Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable 103.1 Solar-Ready Roof: New detached ❑Complies [PR4]1 one-and two-family dwellings, ❑Does Not and multiple single-family dwellings(townhouses)with >_ [:]Not Observable 600 ft2 (55.74 m2)of roof area ❑Not Applicable oriented between 110 degrees and 270 degrees of true north comply with sections AU103.2 through AU103.8 (RB103.2 through RB103.8). Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Construction Report date: 06/12/20 Data filename: \\CCIISERVER\profiles\clegere\Documents\REScheck\#3224 Carey Grover.rck Page 2 of10 Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 A protective covering is installed to ❑Complies [F011]z protect exposed exterior insulation ❑Does Not er and extends a minimum of 6 in. below ❑ grade. Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system controls ❑Complies [FO12]2 installed. ❑Does Not J []Not Observable ❑Not Applicable Additional Comments/Assumptions: i li 1 High Impact(Tier 1) 1,2 Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: New Construction Report date: 06/12/20 Data filename: \\CCl1SERVER\profiles\c leg ere\Documents\REScheck\#3224 Carey Grover.rck Page 3 of10 I Section Plans Verified Field Verified # Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1.3 j U-factors of fenestration products ❑Complies [FR4]1 ,are determined in accordance ❑Does Not !with the NFRC test procedure or ❑Not Observable ;taken from the default table. ! ❑Not Applicable 402.1.1, ;,Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, []Not Not Observable [FR2]1 ❑Not Applicable 402.1.1, Glazing SHGC value(area- SHGC: SHGC: ❑Complies see the Envelope Assemblies 402.3.2, weighted average). ❑Does Not table for values. 402.3.3, ❑ 402.5 Not Observable [FR3]1 ❑Not Applicable 0) 402.1.1, Door U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 [-]Not Observable ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not 14 instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 []Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.3.1 Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >= ❑Not Observable R-6 where< 3 inches. Supply and return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter. 403.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ❑Complies [FR17]2 above 105°F or chilled fluids ❑Does Not J below 55°F are insulated to >_R- ❑Not Observable 3. ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: New Construction Report date: 06/12/20 Data filename: \\CCIISERVER\profiles\clegere\Documents\REScheck\#3224 Carey Grover.rck Page 4 of10 Section Plans Verified Field Verified # Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.5.3 Hot water pipes are insulated to R- R- ❑Complies [FR18]2 >_R-3. ❑Does Not 0 ❑Not Observable ❑Not Applicable 403.6 Each dwelling unit of a residential ❑Complies [FR19]2 building provided with ❑Does Not continuously operating exhaust, supply or balanced mechanical ❑Not Observable ventilation that has been site []Not Applicable verified to meet a minimum airflow per Section N1103.6. Additional Comments/Assumptions: I 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Construction Report date: 06/12/20 Data filename: \\CCIISERVER\profiles\c leg ere\Documents\REScheck\#3224 Carey Grover.rck Page 5 of10 Section Plans Verified Field'Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not 8 provided. - ❑Not Observable ❑Not Applicable 303.2 Mall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not []Not Observable []Not Applicable 402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1h of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass []Not Observable [IN3]1 exterior,the exterior insulation requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable Additional Comments/Assumptions: I 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Construction Report date: 06/12/20 Data filename: \\CCIISERVER\profiles\clegere\Documents\REScheck\#3224 Carey Grover.rck Page 6 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 303.1.1.1,(Ceiling insulation installed per ❑Complies 303.2 !manufacturer's instructions. ❑Does Not [FI2]1 !Blown insulation marked every 300 ftz. ❑Not Observable i ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not systems have been provided. - ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [F17]2 ❑Does Not ❑Not Observable ❑Not Applicable 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.E[FI1]1 El Applicable 402.2.3 Vented attics with air permeable ❑Complies [F12; in include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies [FI3]1 insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50= ACH 50 = ❑Complies [FI17]1 ach in Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.1.1 f Programmable thermostats ❑Complies [FI9]2 !installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not IE]Not Observable ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.3.2.1 Air handler leakage designated ❑Complies [FI24]1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: New Construction Report date: 06/12/20 Data filename: \\CC I I SERVE R\profi les\cleg ere\Docu ments\RESc heck\#32 24 Carey Grover.rck Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.3.3 j Ducts are pressure tested to cfm/100 cfm/100 ❑Complies (FI27]1 determine air leakage with ft2 ft2 ❑Does Not !either: Rough-in test:Total ❑Not Observable !leakage measured with a !pressure differential of 0.1 inch ❑Not Applicable jw.g.across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. Post- construction or rough-in testing and verification done by a HERS Rater, HERS Rating Field Inspector, or an applicable BPI Certified Professional. 403.3.4 'Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [F14]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.5.1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 403.5.1.1 Heated water circulation systems ❑Complies (FI28]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies [F129]2 comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the []Not Applicable desired water temperature in the piping. 403.5.2 Water distribution systems that ❑Complies [F130]2 have recirculation pumps that ❑Does Not pump water from a heated water supply pipe back to the heated ❑Not Observable water source through a cold ❑Not Applicable water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 104°F. 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: New Construction Report date: 06/12/20 Data filename: \\CCIISERVER\profiles\clegere\Documents\REScheck\#3224 Carey Grover.rck Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.5.4 Drain water heat recovery units ❑Complies [FI31]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units< 3 psi for ❑Not Applicable individual units connected to one }or two showers. Potable water- side pressure loss of drain water heat recovery units< 2 psi for individual units connected to three or more showers. 403.6.1 !All mechanical ventilation system ❑Complies [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy II and air flow limits. ❑Not Observable t ❑Not Applicable 403.6.2 Installed performance of the ❑Complies (FI32]3 mechanical ventilation system ❑Does Not tested and verified by a HERS Rater, HERS Rating Field ❑Not Observable Inspector, or an applicable BPI ❑Not Applicable Certified Professional,and - measured using a flow hood,flow grid,or other airflow measuring device in accordance with either RESNET Standard Chapter 8 or ACCA Standard 5. 403.6.3 Ventilation devices and ❑Complies [FI33]3 equipment are tested and ❑Does Not certified by Air Movement and Control Association ("AMCA")or ❑Not Observable Home Ventilating Institute ❑Not Applicable ("HVI")and the certification label is afixed to product.Where multiple duct sizes and/or exterior hoods are standard options,the minimum size shall not be used. 403.6.4 Sound ratings for fans used for ❑Complies [FI34]3 whole building ventilation are ❑Does Not 'rated at a maximum of one sone. ❑Not Observable ❑Not Applicable 403.6.5 Owner and the occupant of the ❑Complies [FI35]3 dwelling unit provided with IE]Does Not information on the ventilation ❑Not Observable design and systems installed, including instructions on the ❑Not Applicable proper operation and 'maintenance of the ventilation :systems.Ventilation controls shall be labeled with regard to their function. 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: New Construction Report date: 06/12/20 Data filename: \\CCIISERVER\profiles\clegere\Documents\REScheck\*3224 Carey Grover.rck Page 9 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.6 All ventilation air inlets are ❑Complies [FI36]3 I unobstructed and located a ❑Does Not +minimum of 10 feet from other vent openings that constitute ❑Not Observable known contamination sources. ❑Not Applicable }Outdoor forced air inlets are covered with rodent screens..A whole house mechanical ventilation system does not extract air from an unconditioned basement unless approved by a registered design professional. Where wall inlet or exhaust vents are< 7 feet above finished grade in the area of the venting an identification plate is permanently mounted to the exterior of the building at a >=8 feet above grade directly in line with the vent terminal. 404.1 75%of lamps in permanent ❑Complies [FI6]1 fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable lighting. ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies (FI23]3 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Construction Report date: 06/12/20 Data filename: \\CCIISERVER\profiles\clegere\Documents\REScheck\#3224 Carey Grover.rck Page 10 of 10 780 C M R 51 .00: Massachusetts Residential Code, 9th Edition, Energy Efficiency Energy Efficiency Certificate Insulation . 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STRUCTURAL DRAWINGS ARE b.GROUT SHALL CONFORM TO THE FOUNDATION HOLDDOWNS 4 ANCHOR BOLTS: o `� 4 SLABS ARE IN PLACE 4 AT REQUIREMENTS OF ASTM C 146 4 A.FLOOR-STURD-I-FLOOR T46,EXPOSURE I, c7 c TO BE USED WITH THE ENTIRE - ADEQUATE STRENGTk. - 5ET OF DRAWINGS. SHALL HAVE A COMPRESSIVE 5/4",SPAN RATING I6". STRENGTH OF 3000 PSI. HOUS-5D52.5 W/55TB24 5/8" DIAMETER ANCHOR BOLT cc y 4.COMPACT ALL FILL UNDER FOOTINGS B.WALL SHEATHING-EXPOSURE 1, 1/2", o 2.ALL SAFETY REGULATIONS 4 SLABS TO THE SPECIFIED DENSITY 1.VERTICAL 4 BOND BEAM SPAN RATING I6". OS THREADED GNW ED COUPLER NUT BETWEEN 051TIO 4 5B ARE TO BE STRICTLY FOLLOWED. 4 VERIFY. REINFORCEMENT SHALL CONFORM THREADED ROD INTO HOLDDOWN. POSITION 55T824o6 0 METHODS OF CONSTRUCTION 4 TO THE REQUIREMENTS OF ASTM A615. C. ROOF SHEATHING-EXPOSURE I,5/5", W/ANCHORMATE TO FORMWORK PRIOR TO CONCRETE L ERECTION OF STRUCTURAL MATERIALS SPAN RATING Ib". POUR FOR CORRECT PLACEMENT. 15 THE CONTRACTOR'S RESPONSIBILITY. STRUCTURAL STEEL 8. MORTAR SHALL CONFORM TO THE Y REQUIREMENTS OF ASTM C 210 s 3. THE CONTRACTOR 15 RESPONSIBLE I. DESIGN,FABRICATION 4 ERECTION AND SHALL BE TYPE M OR 5. DESIGN CRITERIA VV CNAD52.5 W/55EB28 1/8" DIAMETER ANCHOR BOLT - FOR DISSEMINATION OF ALL SHALL BE IN ACCORDANCE WITH O8 THREADED GNW ED COUPLER NUT BETWEEN 051TIO 4 TB 6 REVISIONS 4 REQUIREMENTS TO THE AISG SPECIFICATION FOR 9.QUALITY ASSURANCE TESTING 4 THREADED ROD INTO HOLDDOWN. POSITION 55TB28 STRUCTURAL STEEL FOR BUILDINGS, INSPECTION SHALL BE PERFORMED I. APPLICABLE BUILDING CODE W/ANCHORMATE TO FORMWORK PRIOR TO CONCRETE THE SUBCONTRACTORS. LATEST EDITION. IN ACCORDANCE WITH THE MA55AGHU5ETT5 9TH EDITION POUR FOR CORRECT PLACEMENT. g REQUIREMENTS OF AGI 530.1/A5GE 6/88. 4. REASONABLE CARE HAS BEEN 2.DESIGN WIND SPEED: 110 MPH O HOU14-5052.5 W/5BIX50 I" DIAMETER ANCHOR BOLT TAKEN IN THE PREPARATION OF 2.STRUCTURAL SHAPES SHALL CONFORM EXPOSURE C, 1=1.0,G= +/-0.1& 14 W/GNW I"COUPLER NUT BETWEEN 5BIX50 4 1" c TO THE FOLLOWING: FRAMING LUMBER 4 CONNECTORS ALL DRAWINGS AND SPECIFICATIONS. THREADED ROD INTO HOLDDOWN WITH HOLDDOWN rn HOWEVER THE ENGINEER DOES NOT ATTACHED TO bXb POST. POSITION 5BIX5O YV - GUARANTEE AGAINST HUMAN ERROR A.WIDE FLANGE MEMBERS ASTM I.ALL FRAMING LUMBER SHALL BE ANCHORMATE TO FORMWORK PRIOR TO CONCRETE 4 FOR THAT REASON IT IS IMPERATIVE A992 GRADE 50. KILN DRIED 19� MAXIMUM MOISTURE STRUCTURAL DESIGN CRITERIA POUR FOR CORRECT PLACEMENT. THAT THE CONTRACTOR SHALL CHECK CONTENT. LUMBER SHALL MEET ALL DIMENSIONS 4 DETAILS 4 MUST B.CHANNELS 4 ANGLES ASTM A36. AS A MINIMUM THE FOLLOWING - FIRST FLOOR 40 PSF LL = VERIFY ALL CONDITIONS,DIMENSIONS, DESIGN VALUES FOR SPRUCE-PINE-FIR: 10 PSF OL u R 4 ELEVATIONS AT THE SITE.ALL C.H55 ROUND 4 RECTANGULAR TUBES r==4 DISCREPANCIES SHALL BE BROUGHT TO ASTM A 500,GRADE B FY=46 K51. A.2X STUDS CONSTRUCTION GRADE -SECOND FLOOR 40 10 P5F OL CONNECTION TO CONCRETE FOUNDATION c TO THE ATTENTION OF THE ENGINEER FB=800,FV=65,FG=150 3. ALL GALVANIZING SHALL CONFORM -ATTIC/5TO. 20 P5F LL 5.THE CONTRACTOR SHALL SUBMIT TO ASTM A 123. B.2X JOISTS/RAFTERS NO. I GRADE 10 P5F OL FOUNDATION SILL PLATE CONNECTION TO CONCRETE: - COMPLETE SHOP DRAWINGS FOR FB=1150,FV=10 - ROOF GSL 30 P5F 5L ALL CONCRETE REINFORCING,ALL 4.BOLTED CONNECTIONS SHALL BE WITH 10 P5F OL a> STRUCTURAL STEEL, 4 BOTH HIGH STRENGTH BOLTS IN ACCORDANCE G.POST NO. I GRADE FB=800, 5/8" DIAMETER ANCHOR BOLTS @ 52" O.G. at CALCULATIONS 4 SHOP DRAWINGS WITH THE SPECIFICATION FOR FV=65,FG=615 - EXT.WALLS/STOR. 100 PLF DL FOR ALL MANUFACTURERED LUMBER STRUCTURAL JOINTS USING ASTM A 325 NOTE: ANCHOR BOLTS REFERENCED ABOVE TO BE 5/6" VIA. PRODUCTS 4 THEIR CONNECTORS OR A 490 BOLTS. 2. ALL FASTENING OF FRAMING, - INT.WALLS/STOR. 80 PLF OL A3O1 STEEL ANCHOR BOLTS W/3"X 3"X 1/4" PLATE WASHERS FOR REVIEW PRIOR TO FABRICATION. PLATES,SILLS,SHEATHING 4 W/ 7"MINIMUM EMBEDMENT INTO CONCRETE. OTHER WOOD MEMBERS SHALL - DECKS/PORCHES 40 P5F 5.ANCHOR BOLTS SHALL BE ASTM A 301. BE IN ACCORDANCE WITH THE 10 P5F CONCRETE DETAILS SHOWN 4 MINIMUM 6.WELDS SHALL BE MADE BY OPERATORS REQUIREMENTS OF THE I. ALL CONCRETE WORK AND MATERIALS CERTIFIED BY THE STANDARD MASSACHUSETTS STATE BUILDING SHALL COMPLY WITH THE SPECIFICATIONS QUALIFICATION PROCEDURE OF THE CODE 9TH EDITION. SHEARWALL SCHEDULE FOR STRUCTURAL CONCRETE FOR BUILDINGS AMERIGAN WELDING SOCIETY. (AGI 301-89). 3.CONNECTORS SHOWN ARE AS ZO WALL TYPE 1.WELDING SHALL BE IN ACCORDANCE MANUFACTURED BY 51MP5ON E SCHEDULE: OZ IL 2. ALL CONCRETE SHALL HAVE A 28-DAY WITH THE AWS 01.1 CODE FOR WELDING STRONG-TIE CO. INC.SUBSTITUTIONS COMPRESSIVE STRENGTH OF 5000 PSI, IN BUILDING CONSTRUCTION. MUST BE APPROVED IN WRITING I5/32 �� "PLYWOOD -(EDGES BLOCKED) W W BY THE ENGINEER. INSTALLATION WITH MAXIMUM I INCH AGGREGATE 4 OF ALL CONNECTORS SHALL BE �I 80 COMMON OR GALVANIZED BOX NAILS �W z MAXIMUM b%AIR ENTRAINMENT FOR 8.CONNECTIONS NOT DETAILED SHALL O b" O.G.EDGES 4 12" O.G. FIELD. Z EXTERIOR CONCRETE EXPOSED TO BE DESIGNED FOR THE LOADS SHOWN IN STRICT ACCORDANCE WITH THE Qz Q MOISTURE. ON THE DRAWINGS OR FOR LOADS THE MANUFACTURER'S INSTRUCTIONS GIVEN IN THE STANDARD LOAD 4 MUST EMPLOY ALL REQUIRED 2 5D C PLYWOOD c�'j - (EDGES BLOCKED) F7 TABLES OF AISG FOR THE SPAN, FASTENERS. 2 8D COMMON OR GALVANIZED BOX NAILS ra 3.ALL REINFORCING STEEL SHALL BE SECTION 4 STRENGTH SPECIFIED. 3"O.G. EDGES 4 12" O.G. FIELD. DEFORMED BARS NEW BILLET STEEL 4 ALL CONNECTORS SHALL BE CONFORMING TO AS .TM A 615 GRADE 60. HOT DIP GALVANIZED. 15/52" PLYWOOD -(EDGES BLOCKED) 9.ELEVATIONS NOTED AS "TOP OF STEEL" 3 80 COMMON OR GALVANIZED BOX NAILS. 4.CONCRETE COVER OF REINFORCING BARS REFER TO THE TOP FLANGE OF ROLLED @ 2"O.G.E06E5 4 12"O.G. FIELD. SHALL BE AS FOLLOWS: SECTIONS. 5. INSTALL ALL CONNECTOR FASTENERS FRAMING AT ADJOINING PANEL EDGES cn BEFORE LOADING THE JOINT. SHALL BE 3" NOMINAL OR WIDER 4 4? A.3"AT CONCRETE PLACED DIRECTLY NAILS SHALL BE STAGGERED. N c N O AGAINST EARTH. MASONRY 6.SPLIT WOOD IS NOT ACCEPTABLE U u Z FOR ANY CONNECTION. rn 13. 2"AT ALL OTHER LOCATIONS. NOTE: FOR PLYWOOD SHEARWALL TYPES 1,2, 4 3 c � cu I.MASONRY CONSTRUCTION SHALL LISTED ABOVE,SD COMMON OR GALVANIZED L CONFORM TO THE REQUIREMENTS 1. ALL EXPOSED FRAMING MEMBERS .° c� O NAILS-(0.131 X 2 I/2") GUN NAILS MATCHING THE d m �--' 5.NO HORIZONTAL CONSTRUCTION JOINTS OF SPECIFICATIONS FOR MASONRY SHALL BE TREATED PER AWPA NAIL DIAMETER 4 LENGTH MAY BE USED AS A - E U ARE ALLOWED,UNLE55 SPECIFICALLY STRUCTURES(AGI 530.1/A5GE 6-88). 02/09 GGA 0.25 4 MEMBERS IN SUBSTITUTE. °� in SHOWN ON THE DRAWINGS OR ALLOWED STRENGTH OF MASONRY F'M=1500 P51. CONTACT WITH 5O1L SHALL BE N U) IN WRITING BY THE ENGINEER. TREATED PER AWPA 023/024 2.VERTICAL REINFORCING OF MASONRY GGA 0.6O. JOB SITE FABRICATIONS c�2 b. REINFORCING xr arAKPARo WALLS SHALL BE AS INDICATED ON GUTS 4 BORES SHALL BE TREATED IN SHEARWALL CONSTRUCTION: N ()o N BAR LENGTH Noorc ACCORDANCE WITH AWPA STD.M4. THE DRAWINGS. ALL GORES OF J oU c -4 '_• "• MASONRY UNITS SHALL BE FILLED I.ALL SHEARWALLS TO HAVE DOUBLE TOP PLATES L .a 16• I7• WITH GROUT. REINFORCING BAR 8. ALL MANUFACTURED LVL WOOD FRAMING 4 DOUBLE 2X STUDS AT EACH END OF THE WALL. .a W. Ia• LAPS SHALL BE 2'-b" MIN. MEMBERS SHALL HAVE THE FOLLOWING 74• 1e, PHYSICAL PROPERTIES AS A MINIMUM: 2.FACE NAIL DOUBLE TOP PLATES W/ 160 NAILS @ 16"O.G. 3.HORIZONTAL JOINT REINFORCING b USE(12) - 16D NAILS AT EACH SIDE OF LAP SPLICES IN TOP job no.: lam FOR MASONRY SHALL BE EQUAL E=1.9 X 10 P51.,FB=2800,FV=240. PLATES. SPLICE LENGTH TO BE A MINIMUM OF 4'-0"LONG. date to im 2o2o FOUNDATIONS TO OUR-O-WALL TRU55 MANUFACTURED WITH WIRE CONFORMING TO ASTM A 82 9.ALL FLOOR J0I5T5 SHALL BE AS 3.NAILING FOR PERFORATED SHEARWALLS TO BE CONTINUED scale : ,.s Norm 4 COATED FOR CORROSION PROTECTION MANUFACTURERED BY 13015E CASCADE ABOVE AND BELOW ALL OPENINGS IN SHEARWALL. drawn IN ACCORDANCE WITH ASTM A 153, 4 A5 51ZED ON THE DRAWINGS. ALL I.THE ALLOWABLE PRESUMED SOIL BEARING GAPGITY IS 3000 P5F, CLASS B-2. ALL WIRE SHALL BE FASTENING,BEARING,BRACING 4 4.ATTACH DOUBLE 2X STUDS 4 BUILT-UP CORNER STUDS AT WHICH IS TO BE VERIFIED IN THE FIELD rev. BEFORE CONSTRUCTION. 9 GAGE MINIMUM. PROVIDE MINIMUM STIFFENING SHALL BE IN STRICT ACCORDANCE SHEARWALL ENDS W/(2I IbD NAILS� b"O.G. FOR ATTIC/ rev. LAP OF 6" 4 USE PREFABRIATED T'S WITH THE MANUFACTURER'S REQUIREMENTS. SECOND FLOOR SHEARWALLS AND(2) 160 NAILS @ 4"O.G. OR CORNER SECTIONS AT ALL STAGGERED FOR FIRST FLOOR SHEARWALLS. 2.FOOTINGS SHALL BE CARRIED WALL INTERSECTIONS. ° TO LOWER ELEVATION THAN SHOWN 5.REFER TO HOLDDOWN SCHEDULE FOR TIE DOWNS AT 1 ON THE DRAWINGS IF REQUIRED TO 4.CONCRETE MASONRY UNITS SHALL SHEARWALL ENDS. REACH PROPER BEARING CAPCITY. CONFORM TO ASTM G 90. ISSUED FOR PERMIT ant iO of 14 a 6/4=20 10.44 AM I �G 1 i 1 1 1 I i • V N _�-• -.. - ------ --------_ L\ 2)W P.T.vecK JOISTS I lP .16.Of.. k'1.101515•Ib'OL." - I4'IJ05TS•Ib'O4. ii---------- r i o t I , ( L1 A 14•lZbSTS•16'OL. 4= I 240 P.T.PECK JOISTS A - - - -CAM 14'I-XISTS 16'OL. •16.Of. 6i1!al(1 A z MA BEM 14'1-=5T5.16'OL. _ r D z BEAM(fU&0 b . . - Wk"WS•16OL. OPL. 0 E• 1 D ______ ____________' 14'WOISTS•lb-OL. 14'I-MMTS 0 16'OL. m 2)60 P.T.MCK JOISTS ilib •16'Of. ------------------ u w15T5•e OL. - 1 I IItRan1U II ' 14'IJ01579e b'OL. 1 01 Ti T 14'I-J01575��b'OL. II X 0 1] I' M'I.G575•lb-OL. 15, I I re ' �NT ` 8 9 19 5,11 is� a a Liles Residence TRANSITION o o p 50 Clamshell Point Lane ENGINEERING o Z b b u Cotuit, Massachusetts INCORPORATED c� AA T� 5 school street 2 508.420.5335 9 508.420.5304 A S S O C I A T E S. cotu it, me 02655 0 info@architechassociates.com r N EMC CEOEWOLM,RE First Floor Framing Plan csWPAL BM 5M COUT. �� re s i d e n t i a l design architechassociates.com i 6/q/2020 10.44 AM v 10. 'A ----- 3. M 4'I'DrTs 16'04. ---------------- z o • ir ilk A r 14*kM7S#16*OL. W1,10515 0 16'0f. X 05L JOIS"aeon w�u ------------- -------- X EEAM ou% M,WDSTS 16' 7; H LLUJ EEM OU&U — — — — — — — VBL Jows em,�Wmu ---------------------- ------- VMK.0615 > z • 14'1-JM15.96'Of- 14'1-,Vr.TS a 16-OL. p FM i T i ff 14-!�:!M�0 Lb,0 W1,0r,15 0 16-OL. MHII� :W —-- -------- 'L, M'I-XrTS a VOL. .......... OL. 14-1,"ISTS IV OL _ �) x 14 E, 1,4!1 r's 16-0". fl: WI-X515.16-Of. r-D r M Liles Residence TRANSITION 0 cno m 50 Clarnshell Point Lane" E-NJGINEERING IR R 6 school street q 508.420.5335 9 508.420.5304 Fj Cotuit, Massachusetts INCORPORATED I , , EMC CEDERHOUA,M ASSOCIATES.9 cotuit, S. 02635 (D info@architechassociates.com Second Floor Framing Plan PA 90 spa,C071AT.KA 025M 1 (506)404-M EJWEV43MDLNET re s i d e n t i a l design arc hitec h associates.com 6AV1070 10,44 AM ' �G � o 4 � s r 0 r 'pro � ,0 Q`,� , •� ° m M l�l . > rn m r O � • A e O LOl6 J05T5 '' XO Ts tl OL. r — o �. O�KE WL(ABpJE, =0"6,FwM JOISTS OXIO GdbhiLGR bls -n c 6x(ABOVO I •1e oL. •Ib oL. A ------------------- IT Z .. .00R JMTS Q r A mo maxe 10579 7f1p c(6 na0a J757s •Ib 4. ;.� OL. Q Z O MA-C BK(AWVW -E-=,W7- IL 1 1 7Xb Ll6iRO0R.JOIST' -- - 'k �- X ❑ zw6 usmoon n srs •16.OL. g rn all AUa r $ �Y - m Liles Residence TRANSITION o 0 50 Clamshell Point Lane ENGINEERING 0 I c Im R ur ja cM1 l p4cppppppTM 6 school street 9 508.420.5335 Q 508.420.5304 N Cotuit, Massachusetts n� A S S ® C N A T IE � � � , ° ��JJ�LJJ�Lff�IJJ cotuit, ma msas 0 info@architechassociates.com Ceiling Framing Plan P.O.=s>s.ooner,UA O= " (sae)404-M WowazoH,ar re s i d e n t i a l design architechassociates.com r , 6/4/K2010.49 AM \ i Om , R \ G G i I G a'0 \ i- A a, 5 fr D \ o r '� fn �9661 0 \ ZI T r m a c r o q o Z ❑ ' au—) IYf c I I \ A t \m o �. 0.9� -q0 a w. e <—a um • T x6� �0 i 1 m A m D O r 7w0 •W Of. 2wo RAF7Ht9.16'2L. 0 m 0 A T SM RAFIHI A SIR - - - o D L -- -- I ----------- two .m•oc. 2wo RAFi9t9.w• --- i - -- --- - 'I r SCR RAPnM Z 2AO •16.Of. =0 RMiH6.16.OL. i 2)UO1RN'MR5.16- U. E-Fi F O Sm RAFR� ___ ___ ___ __ 2W RAF7H6.16• I - -- --- - 57R RAMR 1 =0 .VOL. 7160 RWIM 0 V \ 11 r 1 ' f 2w0 RAFTE35 16'0;.. 777777777777 I I I STX RAFRR 2M RAFIHi5.16'OL. ' , t 2w0 RWMRS 0 16'OL. 1 o w .. ' X M rl two RN'Mft 0 16'OL. two RAA6t5.16'Of, - . . �� g� z 8. G3 0 !tl � �Y F m m Liles Residence TRANSITION V J 50 Clamshell Point Lane EVGINEERING �3 C� I or Cotuit, Massachusetts o+cooRn�u //� 6 school street 4508.420.5335 4508.420.5304 ° w n� A S S ® C R A 11 E SA cotuit, me o2z 0 info@architechassociates.com r tJLJULJ� A a Roof Framing Plan P��SM�VA' c5"04-03M EZUEOVOUAWO re s i d e n t i a l design architechassociates.com t - i BUILDING DEPT. JUN 2 2 2020 SC NED TOWN OF BARNSTABLE • .DIRECTIONS: ����� FLOOD ZONE. EE Zones AE (E1.13), AE (El. 12), From Hyannis Follow Main Street to the West r G� and X (Min. Flood Hazard.Community End Rotary; Take second exit onto West Main *' St. continue to Route 28 and take `a deft, *` Panel #25001CO752J July 16, 2014 continue to Putnam Ave. and take a left follow to Main St and take a left follow to School Street and take a right follow to Crocker Neck *Rr OVERLAY DISTRICT: 9 Rd. follow and left on to Sontuit Rd. to r AP - Aquifer Protection District Clamshell Point Lane # 50 is on the right. r \ estll- , co ^W Salt Marsh �- LOCATION MAP ASSESSORS REF. Map 006, Parcels 005 • �`� _ �. �; `�� ,� ` •�� �N .�,'�r . ZONE. l Are in.) 87120 SF RPOD 0 ..................... -- Fro (min) 150 ;� ,� �`.. �`�.�;� � �.`� � '�-9 c���2J Frontage min l 26.2' o�O�° Width (min) - P��� + °° s Setbacks: Front 30 20x Side 15' ' hed / ....... - � e o / CCU�,��'' Rear 15 to be Removed // ' l r Lawn 3 :s' / `, Proposed Work Limit Plant. Area W , I ! / Br,..b ,mow , I / ! i W ck k Lawn....:..:: /i / 2 Inkberrya 0 �(� r ^� v i° M 1 11 rO Be °t o �JO.4' l \` l 'r=......:' ?ems (5 Gal ) ,�� e�� a oe�k �d �� 3 ~ 12 Sweetfern o5� F GO r` / /.5' (3 Gol.( c �0 j �, Prow Jj oQ e / 2�7.� 32.0' 1 , F Deck Pro PSI ch L Q with Roof Deck Top Of Coastal Bank i ) #50�� � • �, As Per .Town Definition I •. 1 xlsfi g I r Existing,; �• V Garage, _ Z N j Bld Existing Dwelling _. o oho }I demolished/ ` r S�� o' o to be Demolished �� f Prooposd Pr�p,crse Gara ao .� ,..; � ; o _ / I �p •� Storm Water �r o � gi ) ac — F-� Catch Basin Piro Slab o aw tt'n " Env 40 3 _ Connected to 8nck Wal.., j 7,y n N � _ _. N F Drip Ede or Pro.:.1 FE p g Liles Investment Elev._42.6 c Down Spouts i�a a -_ Partners LLC p Existing y stone Orlve , ; a Existing Tank/Pump Chamber 1q9' Ito be Removed ! 1 , , r ... to be Removed CD 1 / / wa k Pro FFE Elev. 42.6 cn /' I i l 10' Min. Pro TCF El ev. 41.13 ( ► / SidingReveal Elev. 41 o •/ O� I ' ' / \ + _ High Grade Elev. 40.5 ...... _ Lie into House to have 2% Pitch Min. Pr pos .......` ............ b ..... Storm Water `; ..... Pa ed D-�i ve, �o S Catch Basin I �) / ;... Proposed 1500 Galion Septic Tank Connected to `o i�� _ i Invert in Approx. 37.5'f Elev. Drip Edge or I --/��Cj" W Top Tank Approx. 38. 7'f Elev. .. /�J ,i Lawn ..... ..... ., 56 Z' o Down Spouts , Proposed Drive .... 2, Cover Approx. Over Tank D—Box-Elevation to be ...:•-' to from tank to D-Box confirmed prior to Installation L ...8 1 to have 1% Pitch Min. to maintain proper Pitch. 1 ( 1,5 O±SFY c� To HW � + Approx Septic As Per Tie Card of Pavement "` �C7_•/-' MITIGATION CALCULATIONS / Edge / 0-50' 50-100' t- ti eft t Proposed Hardscape Proposed Hardscape f 'Eden Po int � Walk 64sf AC & Gen 39sf Bldg Deck Patio 1093sf Walk 114sf Total 1157sf Drveway 1041 sf Bldg 2637sf Total 3831 sf Existing Hardscape Existing` Hardscape Decks 200sf Bldgs 795sf Bldgs 1364sf Walk 162sf Patio 1710sf Total 957sf Ret. Wall 39sf cis �4 Total 3,313s f NJ Total 0-50' Total 50-100' NOTES: 3,313s f-1,15 7s f= 3831sf-957sf 1) The structures shown were located on the ground ;/STE 2156sf Reduction 2,874sf Increase by conventional survey methods on (or between) 081NOV105 and 12/SEP/12. ° Required Mitigation 2) The property information shown hereon was 0-50' Buffer compiled from available record information. 2,156sfx4=8,624sf Mitigation Credit , Buffer '-100 3) The datum used is NAVD 1988 based on RTK GPS 2874sfx3=8,50-100 Mitigation Added Bench Mark supplied by Sullivan Engineering & Consulting Inc. Grand Total REV.: Add Pro Septic Tank Notes 6/18/2020 8624sf-8622sf=:-2sf (Mitigation Credit)No Mitigation Planting Required REV.: Add Plantings By Shed Per Con Com 02 21 2020 TI TLE: PREPARED FOR: PREPARED BY. Site Plan Proposed Improvements Liles Investment Partners LLC SU11 Engineering e u ry g & ap At (� �1 1� }.n i 7 Parker Road. Consulting,ine Osterville MA 02655 50 Clamshell Pent Lane (508)428-3344•P.O.Box 659.ill Main Street,Osterville,MA 02655 (508) 420-3994 / 420-3995fox seciu@sullivanengin.com•www.sulllvanongin.com www.copesurv.com BARNSTABLE (Cotuit) MASS 20 0 10 20 40 60 DATE: SCALE: 6m IField: WHK/JVB Review:: CTR January 20, 2020 1 "=20' Comp/Draft:WHK/RRL/ASL Drawing # 3900029 FLOOD ZONE: DIRECTIONS: From Hyannis Follow Main Street to the West AEEl. 12 fly, Zones AE (El.13), ( )�and X (Min. Flood Hazard.Community - End Rotary; Take second exit onto West Main ,. • ; Panel 25001C0752J Jul 16, 2014 St. continue to Route 28 and take a left, • • • # y continue to Putnam Ave. and take a left follow •' to Main St and take a left follow to School OVERLAY DISTRICT: Street and take a right follow to Crocker Neck Rd. follow and left on to Santuit Rd. to A AP Aquifer Protection District Clamshell Point Lane # 50 is on the right. K p • � t 0 I ,I, t O�?st }-__ Ll co V Salt Marsh 4Y � / /' /r,: '"r ��� ," ""`. `�e __��--•r.`.." \ i� '�.';.x "'s. ..aW SEE, - _ zz OC_ ATI N MAP -` L O I / jjfJlf i j Ij ;'- Ll L1"=2,000 f f _ I _ ASSESSORS REF.: Map 006, Parcels 005 ,� - . , .- =.-\ \� `\ _...��~-.�.; �,�� .��:.�, . .� "�� ZONE:RIF O ........... Area (min.) 87.120 SF (RPOD) w,Vo a jj j j�hj j l j f j ,` � SUS a -ram �~ `�`.` `~ "2s =�� \ Frontage (min) 150' r \o° t l j f/1 j j f l 1 I '�, 1 26.2' � `�� `` �\ -~o` � ., �'`i°�On�o Width (min) — P���'o j t h� �� �'� ' L —� ....� ` �. :� °ays Setbacks: \c.F j j Fron t 30' j t alk � `� °� \ Side 15 o / / l L ....... 1 ... \� Rear 15' 2 8�' Shed j J �- i 39:'6' ~ • to be Removed Lawn `. Proposed Work Limit Plant Area W/ Lawn...:.:...._\ 2 - Inkberr 5 Gal. ;/ W„ 1 7' �' Y ( Demo/Rebuild: h P 1 ? t To obo 30.4' "•.1 12 Sweetfern (3 Gala Be may w...,M 3 240-91 Nonconforming Lot o +ed ' Lot Coverage Allowed Max. 20% N75' 31,540sf x 0.2=6308sf Allowed 05 °� Pro M 3. .o' o f Deck Pro "Parch W O �o� I , I I ...g Proposed Lot Coverage �o ,Qet I with Roof 41i BLD 3,047 P5 f Dec t � Top Of Coastal Bank Deck 288 j .qs . ' ' . I , #5� - v As Per Town Definition Porch 267 Isti Jr i Garage i -'Existing :\ / co Entrance 57 I Total 3 659 (11.6%) z Iv to be Bld ;', j, Existing Dwelling o � I emolished/ o � to be Demolished t- Prgpos Prc p,crse_d µ .�°" �, : �� o o w ✓Gary \ Storm Water o � o Slab 9: s` ) S t Catch Basin jl( E 40 3 i D Wrl'Ct� c Connected to p f .,.. .s:..s.... ,- %Brack.., Wal,,,...._..,,,.,....•........•.. ,: N/F / i,.,._, _µ i.. .m._ Pro...APE r-d Drip Edge or + , Elev. 42.6' Liles Investment Down Spouts I; Partners LLC P o Existing T � ,, P� npsro.e ef�� f hamber _ to be Removed 1 1 1 ' to be .Removed i / Wak 1 cn / I I 1 / 10' Min. + / 16.9' / 1 Line into House to have 2� Pitch Min. Pr posh.. .... .. ,....... o Storm Water Pq� ed D�rve �o I / ..:5 " Proposed 1500 Gallon Septic TankCatch Basin Connected to ,;I I Invert in Approx. 37.5 f Elev. Drip Edge or ti , _t��at+�- `- -W �' Top Tank Approx. 38. 7'f Elev. i Lawn 56 2' o DownSpouts 1 i I Proposed Drive p / � t 2' Cover.. Approx. Over Tank IA\ �' D-Box Elevation to be - i l confirmed prior to Installation ( Line from tank to D-Box...... L 8::........i to maintain proper Pitch. • ► ..:.• to have 1% Pitch Min. + 31,5 Of SF` c To HW -Approx Septic 7 As Per Tie Card Edge °f.Povemen � �O_�-' MITIGATION CALCULATIONS // l 0-50' 50-100' �t a of Pavement „ Proposed Hardscape Proposed Hardscape EdPoint. Walk 64sf AC & Gen 39sf Bldg Deck Patio 1093sf Walk 114sf Total - 1157sf Drveway 1041 sf?/7Bldg 2637sf Total 3831 sf Existing Hardscape Existing Hardscape C'wLol Decks 200sf Bldgs 795sf Bidgs 1364sf Walk 162sf - Patio 1710sf Total 957sf NOTES: Ret. Wall 39sf _ q Total 3,313sf 1) The structures shown were located on the ground y�AOF by conventional survey methods on (or between) 5 Total 0-50' Total 50-100' 08/NOV/05 and 12/SEP/12. s r 3,313sf-1,157sf= 3,831sf-957sf ( o�° ``g �` 2156sf Reduction 2,874sf Increase 2) The property information shown hereon was © IVI -compiled from available record information. ' -69 3) The datum used is NAVD 1988 based on RTK GPSITC� % Required Mitigation Bench Mark supplied by Sullivan Engineering & Consulting Inc. �FSSIpNIEGF 0-50' Buffer 2,156sfx4=8,624sf Mitigation Credit 50-100' Buffer REV.: Add Demo Rebuild Areas 7/13/2020 2,874sfx3=8,622sf Mitigation Added REV.: Add Grading Contours 612412020 Grand Total V.: Add Pro Septic Tank Notes 611812020 8624sf-8622sf —2sf (Mitigation Credit) RE PNo Mitigation Planting Required REV.: Add Plantings By Shed Per Con Com 10212112020, TITLE: Site Plan PREPARED FOR: PREPARED BY. Proposed ImprovementsSU • p p Liles Investment Partners LLC 1. Elagincering & a e u ry At 7 Parker Road ivaiicomulti.g, Inc. Osterville MA 02655 50 Clams 1 ell Point Lane (508)428-3344•P.O.Box 659.711 Main Street,Osterviile,MA 02655 (508) 420-3994 / 420-3995fox secs@sullivanengin.com•www.suilivanongin.com www.copesurv.com BARNSTABLE (Cotuit) MASS 20 0 10 20 40 60 DA TE: SCALE: 4777� Field: WHK/JVB Review: C'TR January 20, 2020 111=201 Comp/Draft:WHK/RRL/ASL Drawing # 3900029 r�